Department of Civil and Environmental Engineering, UCLA
Parent: UCLA
eScholarship stats: Breakdown by Item for May through August, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 625 | 188 | 437 | 30.1% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 562 | 405 | 157 | 72.1% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 509 | 83 | 426 | 16.3% |
| 2xx7z0g4 | Techno-Economic Analysis of Solid Oxide Fuel Cell-Gas Turbine Hybrid Systems for Stationary Power Applications Using Renewable Hydrogen | 471 | 122 | 349 | 25.9% |
| 1jc1x8nf | Optimal allocation and operation of sewer monitoring sites for wastewater-based disease surveillance: A methodological proposal | 412 | 337 | 75 | 81.8% |
| 8345g1rw | Cost–benefit analysis of nanofertilizers and nanopesticides emphasizes the need to improve the efficiency of nanoformulations for widescale adoption | 398 | 174 | 224 | 43.7% |
| 66009373 | Panel Review of the USGS 2025 Puerto Rico and U.S. Virgin Islands Time-Independent Earthquake Rupture Forecast | 359 | 168 | 191 | 46.8% |
| 2f93p946 | A latent Gaussian process model for the spatial distribution of liquefaction manifestation | 358 | 279 | 79 | 77.9% |
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 319 | 66 | 253 | 20.7% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 301 | 143 | 158 | 47.5% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 290 | 152 | 138 | 52.4% |
| 53g2j685 | Desalinating a real hyper-saline pre-treated produced water via direct-heat vacuum membrane distillation | 288 | 151 | 137 | 52.4% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 276 | 111 | 165 | 40.2% |
| 7x65t4q4 | Mitigating CaCO3 crystal nucleation and growth through continuous ion displacement via alternating electric fields | 276 | 137 | 139 | 49.6% |
| 5wv5692p | Advancements in conventional and 3D printed feed spacers in membrane modules | 274 | 141 | 133 | 51.5% |
| 0gc9d0d3 | Review of the 2025 Puerto Rico and Virgin Islands National Seismic Hazard Model | 267 | 86 | 181 | 32.2% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 267 | 83 | 184 | 31.1% |
| 1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 266 | 160 | 106 | 60.2% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 262 | 40 | 222 | 15.3% |
| 53f0r889 | Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake | 262 | 192 | 70 | 73.3% |
| 0vz1x69b | A maching learning-based analysis of liquefaction input factors using the Next Generation Liquefaction database | 254 | 63 | 191 | 24.8% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 253 | 141 | 112 | 55.7% |
| 0254j5c7 | Monolithic Polyepoxide Membranes for Nanofiltration Applications and Sustainable Membrane Manufacture | 251 | 174 | 77 | 69.3% |
| 5xn5p9dt | Spatial distribution of damage potential of the 2023 Pazarcik Turkey earthquake using inelastic-response spectra of recorded and simulated ground motions | 249 | 173 | 76 | 69.5% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 243 | 48 | 195 | 19.8% |
| 5h99s64q | Response of BART’s Berkeley Hills tunnel to fault displacement and impact on system functionality | 238 | 194 | 44 | 81.5% |
| 0nf558m4 | Ultrahigh pressure compaction-resistant thin film crosslinked composite reverse osmosis membranes | 236 | 130 | 106 | 55.1% |
| 6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 233 | 146 | 87 | 62.7% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 232 | 188 | 44 | 81.0% |
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 232 | 88 | 144 | 37.9% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 231 | 93 | 138 | 40.3% |
| 3p1538hm | A suite of broadband physics‐based ground motion simulations for the Istanbul region | 227 | 43 | 184 | 18.9% |
| 7fv107w2 | Effects of interfacial surfactant contamination on bubble gas transfer | 226 | 107 | 119 | 47.3% |
| 4pw1r476 | Implications of California vertical array data for the analysis of site response with 1D geotechnical modeling | 224 | 108 | 116 | 48.2% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 223 | 111 | 112 | 49.8% |
| 08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 222 | 86 | 136 | 38.7% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 220 | 130 | 90 | 59.1% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 219 | 90 | 129 | 41.1% |
| 0gg32846 | Thermo-economic analysis of a solid oxide fuel cell-gas turbine hybrid with commercial off-the-shelf gas turbine | 217 | 118 | 99 | 54.4% |
| 049660rm | A proposed seismic velocity profile database model | 216 | 41 | 175 | 19.0% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 216 | 100 | 116 | 46.3% |
| 5mt9q0m6 | Full Scale Cyclic Large Deflection Testing of Foundation Support Systems for Highway Bridges. Part I: Drilled Shaft Foundations | 216 | 143 | 73 | 66.2% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 213 | 98 | 115 | 46.0% |
| 5075n2th | Bridge Digital Twinning Using an Output-Only Bayesian Model Updating Method and Recorded Seismic Measurements | 211 | 124 | 87 | 58.8% |
| 4fj8p215 | Resilient high-temperature reverse osmosis desalination membranes | 207 | 74 | 133 | 35.7% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 206 | 102 | 104 | 49.5% |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 202 | 58 | 144 | 28.7% |
| 1mt502cj | Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge Tests | 202 | 132 | 70 | 65.3% |
| 24m9b32x | p-y Plasticity Model for Nonlinear Dynamic Analysis of Piles in Liquefiable Soil | 201 | 124 | 77 | 61.7% |
| 4j80v0bn | Edge-based graph neural network for ranking critical road segments in a network | 200 | 108 | 92 | 54.0% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.